JPS604762B2 - concrete pipe forming machine - Google Patents

concrete pipe forming machine

Info

Publication number
JPS604762B2
JPS604762B2 JP51029562A JP2956276A JPS604762B2 JP S604762 B2 JPS604762 B2 JP S604762B2 JP 51029562 A JP51029562 A JP 51029562A JP 2956276 A JP2956276 A JP 2956276A JP S604762 B2 JPS604762 B2 JP S604762B2
Authority
JP
Japan
Prior art keywords
concrete pipe
formwork
forming machine
pipe forming
core frame
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP51029562A
Other languages
Japanese (ja)
Other versions
JPS52112619A (en
Inventor
次郎 桜井
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP51029562A priority Critical patent/JPS604762B2/en
Publication of JPS52112619A publication Critical patent/JPS52112619A/en
Publication of JPS604762B2 publication Critical patent/JPS604762B2/en
Expired legal-status Critical Current

Links

Landscapes

  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Description

【発明の詳細な説明】 この発明はコンクリート管成型機に関する。[Detailed description of the invention] This invention relates to a concrete pipe forming machine.

一般に振動を利用して締め固めを行うコンクリート管の
成型機は、型枠に装備した振動機等により大きな音を発
生し、そのため騒音公害を惹起している。.またこの種
の成型機は型枠、型枠の引抜き装置、材料供給装置、締
め固め装置、これら各装置の駆動装置を全て一つの機枠
に装着し、しかも型枠の高さは3のもあるので全体が非
常に大型であり、従ってその設備費は高額となり、また
このように大きな型枠を成型しようとするコンクリート
管の大きさにより寸法の異なったものと交換する場合、
型枠に対応して設備された装置、例えば型枠の引抜き装
置とか振動機を離脱しなければ取替えができないので、
交換作業に長時間を要する欠点があった。そこでこの発
明は騒音の発生源である振動機を備えた型枠を材料供給
装置、押圧装置、及び引上げ機から完全に分離して地下
に堀設した堅穴内に装着することにより騒音の発生を防
止し、且つ材料供粥舎装置、押圧菱道、引上げ機の各機
構を単純化し、更に引上げ機により型枠の取替えが短時
間でできるようにしたものである。
Concrete pipe forming machines that generally use vibration for compaction generate loud noises due to the vibrators installed in the formwork, thereby causing noise pollution. .. In addition, this type of molding machine has the formwork, formwork extraction device, material supply device, compaction device, and drive devices for each of these devices all mounted on one machine frame, and the height of the formwork is 3. Therefore, the entire structure is very large, and the equipment costs are therefore high.Also, depending on the size of the concrete pipe used to form such a large formwork, it is necessary to replace it with one of a different size.
Since it is not possible to replace the equipment installed in correspondence with the formwork, such as the formwork puller or vibrator, without removing it,
There was a drawback that the replacement work required a long time. Therefore, the present invention eliminates noise by installing the formwork equipped with a vibrator, which is the source of noise, in a hole dug underground and completely separated from the material supply device, pressing device, and pulling machine. In addition, the mechanisms of the material supply porridge device, pressing machine, and lifting machine are simplified, and the lifting machine allows molds to be replaced in a short time.

先ず実施例を図面について説明するに、1は地表面gの
地下に堀設した竪穴にして、その内部下底に防振材2に
て支持した合板3を設置し、該合板3の中心には円筒形
の芯枠4又はたとえば第3図ないし第5図に示すような
各異つた形体の芯枠4をボトル締め等により樹立固定す
る。
First, to explain the embodiment with reference to the drawings, 1 is a vertical hole dug underground on the ground surface g, and a plywood 3 supported by a vibration isolating material 2 is installed at the bottom of the vertical hole. In this case, a cylindrical core frame 4 or core frames 4 of different shapes as shown in FIGS. 3 to 5, for example, are fixed in place by bottle tightening or the like.

芯枠4には振動機5を装填し振動機5のブリー5′はモ
ーター6に連係する。7は投入材料の受環にして芯枠4
の下部に筋合し合板3上に載直される。
A vibrator 5 is loaded on the core frame 4, and a bully 5' of the vibrator 5 is linked to a motor 6. 7 is a core frame 4 which serves as a receiving ring for the input material.
It is braced at the bottom of the board and remounted on the plywood board 3.

しかして芯枠4の外側には前記芯枠4とほぼ相似形の外
枠8が引上げ自在に挿入され且つ下端を受環7に取付け
る。又外枠8の上縁には地表面gとほぼ均斉する鍔10
が形成され、この10は必要に応じ地表面gに支持し且
つクレーン11からの吊12,12を係合する掛13,
13を起伏自在に取付ける。かくした堅穴1内の型枠m
を中心にして地上の前後又は左右には交互に進出退避す
る、1方にホツパー14およびベルトコンベア15を具
備した材料供給装置fを軌条16上をローラー17,1
7にて転動自在に吊設し、他方には前記軌条16上を転
勤するローラー18にて吊下げたシリンダー19を具え
このピストン2川こは前記所要形体の管端に一致せしめ
た押圧装置pの押圧盤21を取外し自在に設けたもので
ある。尚この押圧装置pは成型管の上端に強制荷重を加
えるものではなく、押圧盤21の重力により成型管の上
層部を押圧するものである。従ってシリンダー19は押
圧盤21を昇降するためのものである。aは成型された
卵型コンクリート管、eは楕円型管、cは角型管の夫々
端面図を例示したものである。この発明のコンクリート
管成型機は叙上の構成であるから、先ずコンベア15か
ら型枠m内にコンクリート材を投入供給し、その供給を
終了すると直に第1図仮線に示すようにこれを退避し、
入替りに右方の押圧装置pが型枠m上に進出する。これ
と同時に振動機5を起動して芯枠4、合板3および外枠
8等を振動して締め固めを図り、次で押圧装置pの盤2
1を降下押圧して成型を終了するのである。かくして成
型を終了すると振動機5を止めクレーン11を下げ吊1
2,12と鍔10に伏せてある掛13,13を起して係
合し、外型枠8を成型管と受環7と共に堅穴1から引上
げて養生場所へ移動するのである。(尤も外型枠8だけ
を引上げて養生時間を与え適当に固まった後製品のみを
取出すこともできる。)以上のようにこの発明のコンク
リート管成型機は型枠を、地下に堀設した堅穴をフレー
ムとしてこれを内設したから振動音が堅穴内において反
射屈折して互に相殺され著しく抑制される関係で地上へ
の伝播が極く低フオンに止まり静かに成型し得る壊れた
効果がある。
An outer frame 8 having a substantially similar shape to the core frame 4 is inserted outside the core frame 4 so as to be able to be pulled up, and its lower end is attached to the receiving ring 7. Also, on the upper edge of the outer frame 8, there is a tsuba 10 that is approximately parallel to the ground surface g.
is formed, and this 10 has hooks 13, which are supported on the ground surface g and engage hangings 12, 12 from the crane 11, if necessary.
13 can be installed freely. Formwork m inside the hidden hole 1
A material supply device f, which is equipped with a hopper 14 and a belt conveyor 15 on one side, is moved forward and backward or left and right on the ground alternately, with rollers 17 and 1
7, and a cylinder 19 suspended from a roller 18 that moves on the rail 16 on the other side, the piston 2 is a pressing device that is aligned with the pipe end of the desired shape. The press plate 21 of p is removably provided. Note that this pressing device p does not apply a forced load to the upper end of the molded tube, but rather presses the upper layer of the molded tube by the gravity of the pressing plate 21. Therefore, the cylinder 19 is for raising and lowering the press plate 21. A shows an end view of a molded egg-shaped concrete pipe, e shows an elliptical pipe, and c shows an end view of a square pipe. Since the concrete pipe forming machine of the present invention has the configuration described above, first, concrete material is fed into the form m from the conveyor 15, and when the feeding is finished, it is immediately moved as shown by the temporary line in FIG. evacuate,
In turn, the right pressing device p advances onto the formwork m. At the same time, the vibrator 5 is started to vibrate and compact the core frame 4, plywood 3, outer frame 8, etc., and then the plate 2 of the pressing device p
1 is pressed down to complete the molding. When the molding is completed in this way, the vibrator 5 is stopped and the crane 11 is lowered to lift the 1
2 and 12 and hooks 13 and 13 lying face down on the collar 10 are raised and engaged, and the outer form 8 is pulled up from the hard hole 1 together with the molded pipe and the receiving ring 7 and moved to a curing place. (Of course, it is also possible to pull up only the outer formwork 8 and take out only the product after giving it curing time and hardening properly.) As described above, the concrete pipe forming machine of the present invention uses a concrete pipe forming machine that uses a formwork that is dug underground. Since the hole is installed inside the hole as a frame, the vibration sound is reflected and refracted inside the hard hole, canceling each other out, and being significantly suppressed, so the propagation to the ground is stopped at an extremely low frequency, and the broken effect allows quiet molding. be.

殊にこの発明は大きな型枠をフレーム代りの堅穴内に設
置したので、材料供給装置、押圧装置を地上の低位層に
装備することが可能となり、そのため作業性が良好とな
ると共に、地上のフレームも4・型化され全体の構成も
単純化されるので設備費を大中に低下させることができ
る。
In particular, in this invention, a large formwork is installed in a hole instead of a frame, making it possible to install the material supply device and pressing device on a lower level above the ground. Since it is made into a 4-type model and the overall configuration is simplified, equipment costs can be significantly reduced.

また堅穴内の型枠、即ち芯枠、外型枠、受環は芯枠の固
定用ボルト等を離脱するだけで引上げ機によりそれぞれ
簡単に地上へ引上げることができるので、その取替え作
業は短時間で行われるものである。尚この装置は管状体
の成型のみに限ることなく外型枠、芯枠および押圧盤2
1の形体を変える丈で凡ゆるコンクリート建材の成型に
も比較的容易に利用し得る多用性に勝るものである。
In addition, the formwork inside a hard hole, that is, the core frame, outer formwork, and receiving ring, can be easily lifted to the ground by a lifting machine by simply removing the fixing bolts of the core frame, so the replacement work is short. It is something that takes place over time. This equipment is not limited to only forming tubular bodies, but can also be used to mold outer forms, core frames, and pressing plates 2.
It is superior in versatility as it can be used relatively easily for molding all types of concrete building materials due to its length that allows it to change its shape.

【図面の簡単な説明】[Brief explanation of drawings]

添付図面は本発明の実施例にして第1図はその1部切教
正面図、第2図は押圧盤の縦断面図、第3図は同上盤を
使用した卵型コンクリート管の端面図、第4図は楕円型
形コンクリート管の端面図、第5図は角型コンクリート
管の端面図である。 菱之図 皮シ図 努グ図 弊〆図 紫タ図
The attached drawings are an embodiment of the present invention, and Fig. 1 is a front view of a part thereof, Fig. 2 is a longitudinal sectional view of a pressing plate, and Fig. 3 is an end view of an egg-shaped concrete pipe using the same plate. FIG. 4 is an end view of an elliptical concrete pipe, and FIG. 5 is an end view of a square concrete pipe. Diagram of rhombus

Claims (1)

【特許請求の範囲】[Claims] 1 地下に堀設した堅穴の底部上に台板を設置し、該台
板上に振動機を内装した芯枠を一体的に樹立し、この芯
枠の外側には下端にコンクリート材料の受環を取付けた
外型枠を引抜き自在に挿入し、且つ地上には堅穴に対し
進退自在の材料供給装置と押圧装置とを配設し、堅穴の
直上には外型枠の引上げ機を装備したことを特徴とする
コンクリート管の成型機。
1. A base plate is installed on the bottom of a hard hole dug underground, and a core frame with a vibrator installed is integrally established on the base plate, and a concrete material is placed on the outside of this core frame at the lower end. The outer formwork with the ring attached thereto is inserted so that it can be pulled out, and a material supply device and a pressing device that can move forward and backward into the hard hole are installed on the ground, and a pulling machine for the outer formwork is installed directly above the hard hole. A concrete pipe forming machine characterized by the following equipment.
JP51029562A 1976-03-18 1976-03-18 concrete pipe forming machine Expired JPS604762B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP51029562A JPS604762B2 (en) 1976-03-18 1976-03-18 concrete pipe forming machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP51029562A JPS604762B2 (en) 1976-03-18 1976-03-18 concrete pipe forming machine

Publications (2)

Publication Number Publication Date
JPS52112619A JPS52112619A (en) 1977-09-21
JPS604762B2 true JPS604762B2 (en) 1985-02-06

Family

ID=12279564

Family Applications (1)

Application Number Title Priority Date Filing Date
JP51029562A Expired JPS604762B2 (en) 1976-03-18 1976-03-18 concrete pipe forming machine

Country Status (1)

Country Link
JP (1) JPS604762B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61218772A (en) * 1985-03-25 1986-09-29 Mitsui Eng & Shipbuild Co Ltd Fuel injection device for diesel engine
JPH0588376B2 (en) * 1985-12-05 1993-12-22 Mitsubishi Heavy Ind Ltd

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS50157412A (en) * 1974-06-11 1975-12-19

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS50157412A (en) * 1974-06-11 1975-12-19

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61218772A (en) * 1985-03-25 1986-09-29 Mitsui Eng & Shipbuild Co Ltd Fuel injection device for diesel engine
JPH0588376B2 (en) * 1985-12-05 1993-12-22 Mitsubishi Heavy Ind Ltd

Also Published As

Publication number Publication date
JPS52112619A (en) 1977-09-21

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